低层纯钢框架结构住宅在8度地震区的可行性研究
Low-rise residential structures in the steel framework of the 8 degree earthquake zone feasibility study
低层纯钢框架结构住宅因为其整体的刚度小、抗侧移能力差，在水平的地震作用下，水平位移角过大，很少应用于8度及以上地震区。本文通过对低层纯钢框架结构住宅的抗震性能分析，运用结构分析软件，结合实例证明了在8度（0.2g）地震区建造低层纯钢框架结构住宅的可行性。
Low-rise residential steel Framework structure because of its overall stiffness of the small, poor anti-sway in the level of the earthquake, the level of displacement angle is too large, rarely applies to 8 degrees above the earthquake zone. Through low-rise residential structures steel framework of the seismic performance analysis, the use of structural analysis software, with examples to prove in 8 degrees (0.2g) the construction of low-level seismic zone the steel framework of the feasibility of residential structures.
韩俊强、朱立冬
建筑结构
钢结构住宅框架结构抗震性能
steel structure housingframeseismic behavior
韩俊强,朱立冬.低层纯钢框架结构住宅在8度地震区的可行性研究[EB/OL].(2008-10-09)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/200810-140.点此复制
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